International Research Journal of Engineering and Technology (IRJET)
e-ISSN: 2395-0056
Volume: 06 Issue: 11 | Nov 2019
p-ISSN: 2395-0072
www.irjet.net
Seismic Vulnerability of RCC Building under Irregular Configuration in Different Zone Reema J K1, kashinath k r2 1Department
of civil engineering, Visvesvaraya technological university, Haveri, Karnataka professor , Department of civil engineering, Haveri, Karnataka ---------------------------------------------------------------------***---------------------------------------------------------------------2Assistant
Abstract- Earthquake is one of the major condition where there will be bi and distribution of an associated mental layers where they are going to cause a stress due to their motions to each other. This phenomena where the movement and emotion where they will be get converted into vibration and comes to the earth surface is known as earthquake. this unwanted vibration are going to reduce the lifespan of the building structure and creates unwanted cracks or some other issues where there will be a threat to the living of the people in the economical conditions. Keywords: Beam, Coloum, Slab, Concrete I. INTRODUCTION In nature one of the major and one of the most visited phenomena is the earthquakes, where thousands and many of the people in the country or in the world will suffer from one of the major phenomena of the seismic vibrations. buildings must be constructed in a such a way that they must be and high level of the security provided to the people in order to live happily and safely, in such manner the building must be designed in a way that it was stain all kind of forces including some of the seismic forces which are taken into consideration under this project. II. METHODOLOGY 1. 2. 3. 4. 5.
3D model is created by using ETABS 2015 of both soft and regular G+7 buildings. Define properties like material, section and load cases and then assign it. Select all the beams and columns the frame elements. It bending moment and axial force (P-M2-M3) is allotted for columns. Considering important load combination which comes under Indian Standard load conditions has been carried out as per value for 56 which is designed for the proper analysis. Conditions of the load where the gravity and also as well as one of the important parameters of the response spectrum which is taken into analysis as well as some of the important static linear conditions which has to be determined for all the different models
III .Materials Beam Column Slab Concrete Steel Brick Density
400mm×610mm 600mm×600mm 200mm M25 grade for beams & columns fy= 415 Mpa 20 kN/m3
Details of materials and section propertiesof RC Irregular Cshaped building. Beam Column Slab Concrete Steel Brick Density
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Impact Factor value: 7.34
400mm×610mm 600mm×6000m 200mm M25 grade for beams & columns fy= 415 Mpa 20 kN/m3
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